Laserfiche WebLink
, •� � <br /> Direct Shear Test Job No.: 8167 <br /> A T M <br /> � ; � Koch Residence <br /> ��� N � N A �h T � � 10/27/2011 <br /> � �� � � T Y Bag � ,� 10/31/2011 <br /> �� T Y Sandy Lean Clay with a little gravel (CL) <br /> o.00� , �, <br /> rk �. i n tri . iv n iz . In u n . I� r iyin n r I I . n li . n <br /> M1 r ; �� n i I n. . n . n, r t • . L i n � / i n u. <br /> Li <br /> y In <br /> 1'I = u i i r i it�i vl�y (�1�. 2.6U <br /> 2 _—____-_._... . .__ <br /> I Max Stress A <br /> � 1 - O X <br /> . — I . — .—.�—. �. r 1 I n I . G L L <br /> I (In � <br /> = I � f l 2 . L . L <br /> C � ! . ^( 2 2 2 4' <br /> N I <br /> � i e�o, <br /> C e <br /> Y � r n n� � 2 <br /> � <br /> �. —� -- — i � � 2 2 <br /> � <br /> c � � � n 2 , 4 2 2222 <br /> d , <br /> rn <br /> A - 2 — - -- ---- 2 <br /> L oaa�a�ao�_- ' � <br /> U --�e6666� n � 2 a <br /> � T�e e t e f i e ,o r �n/o r ��o n �p u i p o e o n I y n 0 u l e r e v I e w e� y <br /> 2 �, II q u li{ie 0 0�a�e io n I e n in e e r lo v e iily �h I lh e le f p r e te r �o w n re <br /> p p r o p i r f e l o i n y p r t i c u I r O e i n " <br /> A: f <br /> F, � � A� � � 32.7 deg. F�� .� � A� � � 33.0 deg. <br /> 2 A ` °� 0.113 TSF A ` ° 0.041 TSF <br /> 2 n � � � <br /> - I T_ ----___ . .___._ I <br /> I ---- ----, <br /> , <br /> � � � <br /> 2< _��,u�e�°°e� I ' <br /> , � <br /> , ; <br /> 2 _ _r_ � <br /> � � 2 <br /> II <br /> i LL � <br /> LL 2 � � , I <br /> N N I <br /> F � y I <br /> N � <br /> d . --- —� --- . j y n i II � <br /> L i L -.-� � �i, <br /> � I � II � I i <br /> t - — —._...__._.----- - j i I <br /> fn � , I , �, �II .. <br /> I i j j <br /> < — i - - — — — I <br /> _ ,I� I� � � <br /> i i 3 <br /> i I i <br /> , i <br /> 2 2 2 <br /> Shear Displacement(inch) Normal Stress(TSF) <br /> OIL <br /> 2401 W 66th Street N Ci 1 N��I�'I N<.i Richfleltl.Mmnesota 55423•2031 <br /> ESTING, INC. <br />